Summary for Test 2024-09-03-59-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 09/03/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/03/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4 Type A HMA |
| The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79704 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 851380 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-09-03-59
DIME Test ID: 2024-09-03-59-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-09-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/18/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3892.8 g | 3893.0 g | 3895.2 g | 3895.1 g | 3894.2 g | 3894.4 g | |
| 2301.2 g | 2293.6 g | 2300.2 g | 2304.6 g | 2295.6 g | 2295.8 g | |
| 3916.2 g | 3909.8 g | 3916.6 g | 3918.9 g | 3911.0 g | 3917.7 g | |
| 2.585 | 2.585 | 2.585 | 2.585 | 2.585 | 2.585 | |
| 3979.1 g | 3970.9 g | 3977.1 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.1 mm | 95.0 mm | ||||
| 137 mmHg | 165 mmHg | 159 mmHg | ||||
| 23 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.0 cm^3 | 1616.2 cm^3 | 1616.4 cm^3 | 1614.3 cm^3 | 1615.4 cm^3 | 1621.9 cm^3 | |
2.410 | 2.409 | 2.410 | 2.413 | 2.411 | 2.401 | |
6.8 % | 6.8 % | 6.8 % | 6.7 % | 6.7 % | 7.1 % | |
109.8 cm^3 | 109.9 cm^3 | 109.9 cm^3 | 108.2 cm^3 | 108.2 cm^3 | 115.2 cm^3 | |
3969.7 g | 3969.9 g | 3972.1 g | ||||
3980.6 g | 3980.9 g | 3983.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.3 cm^3 | 77.9 cm^3 | 81.9 cm^3 | ||||
79 % | 71 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20933 N | 24785 N | 22059 N | 24803 N | 28206 N | 28526 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 20 | 15 | 18 | 16 | 17 | |
0 | 0 | 0 | 0 | 0 | 0 | |
935 kPa | 1106 kPa | 985 kPa | 1109 kPa | 1260 kPa | 1276 kPa | |
146 psi | 176 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=176 psi, S2=146 psi, TSR=83%
Test was verified on 9/19/2024 ✔